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Neil O. Anderson &Assoc., Inc. BOREHOLE NUMBER <br /> 22 N. Houston Ln., Lodi,CA 95240 LOG OF TEST BORINNNNNNNNNN� <br /> (209)367-3701 Fax(209)333-8303 P-6, Parcel 6 <br /> PROJECT NUMBER: LG00-135 DATE DRILLED: May 10-14,200( <br /> PROJECT NAME: Vaz-Major Subdivision GROUND SURFACE ELEVATION: 0 Feet <br /> LOCATION: East Magnolia and Campbell Ave.,Escalon. <br /> DRILLING EQUIP.: Deep Rock Auger Rig PLATE NO.13 <br /> a <br /> O U <br /> d v T <br /> s n i o m U a <br /> m <br /> E E .a o Blow Count o .o <br /> 0 m ti12 0 m Histogram 0 m Soil Lithology Description Notes <br /> 0 <br /> i — - SILTY SAND:Dark brown silty sand(SM). <br /> Deep exploratory hoal <br /> le <br /> drilled next to origin <br /> _2 boring to a total depth of <br /> — - 25 feet. Sand with clay <br /> L Cm 120 103 8 CLAYEY SAND:Brown clayey sand(SC). was encountered.Try <br /> "3 <br /> .\\- <br /> I I I I area 200 feet south(this <br /> -\-S- location)to find sand and <br /> 1 1 1 <br /> �N drill. <br /> i <br /> _5 <br /> -6— <br /> �.�.� <br /> 1 1 1 1 1 <br /> SAND WITH CLAY:Brown medium to coarse sand with clay <br /> _7 ' ' ' -__ (SI). 200 feet south, placed <br /> cm 154 107 13 I I � � - percolation test P-6.0-8 <br /> L -8 _ = feet,Brown silty sand <br /> (SM),B-10 feet,brown <br /> ' medium sand. Percolation <br /> I <br /> -9 -- test set at 8.5 feet <br /> f -1 <br /> L <br /> 4 <br /> L <br /> L <br /> L <br /> L <br />